CN211473375U - Cast-in-situ shear wall assembled mould - Google Patents
Cast-in-situ shear wall assembled mould Download PDFInfo
- Publication number
- CN211473375U CN211473375U CN201922291725.1U CN201922291725U CN211473375U CN 211473375 U CN211473375 U CN 211473375U CN 201922291725 U CN201922291725 U CN 201922291725U CN 211473375 U CN211473375 U CN 211473375U
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- China
- Prior art keywords
- template
- cast
- butt portion
- shear wall
- mold
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- 238000011065 in-situ storage Methods 0.000 title description 2
- 230000006978 adaptation Effects 0.000 claims abstract description 5
- 238000003780 insertion Methods 0.000 claims description 15
- 230000037431 insertion Effects 0.000 claims description 15
- 210000003205 muscle Anatomy 0.000 claims description 11
- 238000007789 sealing Methods 0.000 claims description 9
- 230000002093 peripheral effect Effects 0.000 claims description 5
- 230000000694 effects Effects 0.000 abstract description 3
- 238000010276 construction Methods 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 description 12
- 239000002002 slurry Substances 0.000 description 12
- 210000001503 joint Anatomy 0.000 description 9
- 238000009434 installation Methods 0.000 description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000007689 inspection Methods 0.000 description 4
- 229910001220 stainless steel Inorganic materials 0.000 description 3
- 239000010935 stainless steel Substances 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000012466 permeate Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 230000017525 heat dissipation Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a cast-in-place shear force wall assembled mould belongs to the technical field of construction mould, including the centre form, with the same external mold of centre form and the chamber of pouring that forms between centre form and the external mold, the centre form includes the template of a plurality of concatenations of each other, the template is edge fixedly connected with butt portion all around, and the butt portion deviates from the one end edge of template and levels, and the butt portion of a template in two adjacent templates is close to adjacent template one end and has seted up the inserting groove, and the butt portion of another template is close to the inserting groove one end fixedly connected with grafting strip of adjacent template, grafting strip and inserting groove looks adaptation. The utility model discloses have the effect that can reduce the possibility that forms great seam between the template.
Description
Technical Field
The utility model belongs to the technical field of the technique of construction mould and specifically relates to a cast-in-place shear force wall assembled mould is related to.
Background
At present, when the shear wall is poured, a concrete pouring mold is firstly assembled, then concrete is poured into a pouring cavity of the concrete pouring mold, and a pouring finished product shear wall can be formed after concrete slurry is hardened.
The invention patent with the publication number of CN106481065B discloses a concrete mold, which comprises at least two stressed templates which are arranged at intervals in sequence; a plurality of connecting templates which are sequentially stacked along the extension direction of the stressed template are arranged between the adjacent stressed templates; the two ends of the connecting template are respectively connected with the adjacent stressed templates, and at least part of the two ends of the connecting template is detachably connected with the adjacent stressed templates. The concrete mould has the advantages that the length direction size and the height direction size of the concrete mould can be conveniently adjusted, and part of the connecting template can be detached when needed, so that the heat dissipation of the concrete member or the maintenance of the concrete member is facilitated, and the quality of the obtained concrete member is ensured.
The above prior art solutions have the following drawbacks: the joints between the templates have abutted seams, slurry of concrete may overflow along the seams at the joints during pouring, and the joints have staggered seams after the slurry of the concrete is hardened, so that the inspection of the verticality and the flatness of the shear wall is unqualified easily.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art exists, the utility model aims at providing a cast-in-place shear force wall assembled mould can reduce the possibility that forms great seam between the template.
The above utility model discloses an above-mentioned utility model purpose can realize through following technical scheme:
the utility model provides a cast-in-place shear force wall assembled mould, includes the centre form, with the same external mold of centre form and the chamber of pouring that forms between centre form and the external mold, the centre form includes a plurality of templates of splicing mutually, template all around end fixedly connected with butt portion, the butt portion deviates from the one end edge of template and levels, and the butt portion of a template in two adjacent templates is close to adjacent template one end and has seted up the inserting groove, and the butt portion of another template is close to the inserting groove one end fixedly connected with inserting strip of adjacent template, inserting strip and inserting groove looks adaptation.
Through adopting above-mentioned technical scheme, insert the inserting groove of adjacent template with the grafting strip of template, the smooth end limit of butt portion butt each other is inseparable, pours the chamber to pouring between centre form and the external mold behind the concrete, can reduce the possibility that concrete slurry material overflow flows, and then reduces the wall and appear the bulge seam, the unqualified possibility of straightness quality inspection hangs down.
The present invention may be further configured in a preferred embodiment as: the butt joint part is provided with a first mounting hole, one side of the first mounting hole deviating from the pouring cavity from the butt joint part is provided with one end close to the pouring cavity to the butt joint part, the depth of the first mounting hole is smaller than the thickness of the butt joint part, and the splicing strip is arranged in the splicing groove and is provided with a second mounting hole right opposite to the position of the first mounting hole.
Through adopting above-mentioned technical scheme, the accessible bolt is twisted first mounting hole of and the connectivity of second mounting hole reinforcing plug socket and grafting strip, reduces butt portion and slides and form the gap, and concrete slurry overflows in the gap, causes the possibility of wall unevenness.
The present invention may be further configured in a preferred embodiment as: the template that the centre form is located the junction of door opening top and both sides is "7" style of calligraphy, and two templates of "7" style of calligraphy are connected through grafting strip and inserting groove, and two consecutive templates of "7" style of calligraphy enclose the door opening inside.
By adopting the technical scheme, the 7-shaped template is more convenient to use and splice at the door opening.
The present invention may be further configured in a preferred embodiment as: the inner peripheral wall of the insertion groove close to the notch is fixedly connected with a sealing ring.
By adopting the technical scheme, the sealing ring is abutted against the peripheral wall of the inserting strip inserted into the inserting groove, so that the possibility that concrete slurry permeates into the inserting groove along the inserting strip is reduced, and the inserting strip is prevented from being difficult to take down from the inserting groove after the concrete is solidified.
The present invention may be further configured in a preferred embodiment as: the cross section of the sealing ring is hemispherical.
By adopting the technical scheme, the surface of the hemispherical sealing ring is arc-shaped, so that the resistance to the plugging strips is reduced, and the plugging strips can be conveniently inserted into the plugging grooves.
The present invention may be further configured in a preferred embodiment as: the top end of the splicing strip is gradually thinned into an isosceles trapezoid shape.
By adopting the technical scheme, the resistance of the top end of the plug strip when the plug strip is inserted into the plug groove is further reduced, and the plug strip is more convenient to use.
The present invention may be further configured in a preferred embodiment as: the template deviates from the protruding muscle of fixedly connected with on the butt portion of pouring chamber one side, and the both ends of protruding muscle are fixed connection respectively on the butt portion at same template both ends, the vertical support column of fixedly connected with on the protruding muscle.
By adopting the technical scheme, the inner die and the outer die are supported by the support pillars abutting against the raised ribs, so that the situation that the templates are extruded and deformed by directly abutting against the templates is avoided, and the possibility of uneven surface of the wall body is caused.
The present invention may be further configured in a preferred embodiment as: the protruding muscle deviates from the mounting groove of pouring the chamber one side offer with support column looks adaptation, the support column is installed in the mounting groove.
Through adopting above-mentioned technical scheme, the mounting groove plays the guide effect to the support column, reduces the possibility of support column slope, and then reduces and takes place to slide between the template and produce the possibility in gap.
To sum up, the utility model discloses a following at least one useful technological effect:
1. the two adjacent templates are connected through the splicing strips and the splicing grooves, the flat end edges of the butting parts are butted tightly, and the possibility of concrete slurry overflow is reduced;
the 7-shaped template is more convenient to use and splice at the door opening.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a cross-sectional view taken along line A-A of FIG. 1;
fig. 3 is an enlarged view of a portion B of fig. 2.
Reference numerals: 1. an inner mold; 11. a template; 12. an abutting portion; 121. inserting grooves; 122. inserting strips; 123. a first mounting hole; 124. a second mounting hole; 125. a seal ring; 126. a first bolt; 13. a raised rib; 131. mounting grooves; 14. a second bolt; 2. an outer mold; 3. pouring a cavity; 4. a support pillar; 5. a connecting plate.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1, for the utility model discloses a cast-in-place shear force wall assembled mould, including centre form 1, with centre form 1 the same external mold 2 and be located the pouring chamber 3 between centre form 1 and the external mold 2, centre form 1 includes the template 11 of a plurality of concatenations of each other, is connected with butt portion 12 between the adjacent template 11, and butt portion 12 makes to connect between the adjacent template 11 inseparably, can reduce the possibility of concrete slurry overflow outflow, and then reduces the wall and appear the projection seam and lead to the unqualified possibility of straightness quality inspection that hangs down.
Referring to fig. 1, an inner mold 1 and an outer mold 2 are arranged in parallel with each other and spaced apart by the thickness of a wall to be cast, and the outer mold 2 is arranged the same as the inner mold 1. The template 11 close to the top end and the connection part of the two sides of the door opening is in a 7 shape, and the top end of the door opening is provided with a rectangular connecting plate 5 for connecting the inner mold 1 and the outer mold 2; the other templates 11 are rectangular, the templates 11 can be wood plates for building construction, and the surfaces of the templates 11 are polished to be smooth and not easy to be stained with slurry. The abutting part 12 matched with the formwork 11 is fixedly adhered to the peripheral wall of the formwork 11, and the joint of the abutting part 12 and the formwork 11 is polished, so that the joint of the abutting part 12 and the formwork 11 is flat and smooth, and marks at the joint cannot be left after concrete is solidified.
Referring to fig. 1 and 3, the abutting portion 12 is a stainless steel plate and has a flat end edge at one end away from the templates 11, an insertion groove 121 is formed in the abutting portion 12 connected to one of the two adjacent templates 11, and the insertion groove 121 is located at one end of the abutting portion 12 close to the adjacent template 11.
Referring to fig. 2 and 3, a sealing ring 125 is fixedly bonded to the inner peripheral wall of the insertion groove 121 close to the notch, and the cross section of the sealing ring 125 is hemispherical; the butt joint portion 12 that another template 11 is connected is close to inserting groove 121 one end integrated into one piece of adjacent template 11 and is connected with inserting strip 122, inserting strip 122 and inserting groove 121 looks adaptation and top taper down and become isosceles trapezoid shape, be convenient for insert inserting strip 122 of template 11 in inserting groove 121 of adjacent template 11, butt joint portion 12 smooth end limit is butt each other closely, behind the cavity 3 concreting between interior mould 1 and the external mold 2, can reduce the concrete thick liquids excessive possibility of flowing. The abutting part 12 of the stainless steel plate is more wear-resistant compared with the common wood material, and the probability of untight abutting between the abutting parts 12 after repeated disassembly and assembly of the template 11 for many times is reduced. The sealing ring 125 can reduce the possibility that concrete slurry permeates into the insertion groove 121 along the insertion strip 122, so as to prevent the insertion strip 122 from being difficult to take down from the insertion groove 121 after the concrete is solidified. In order to enhance the connection strength between the abutting portion 12 and the formwork 11, a plurality of iron nails are driven into the top end of the insertion strip 122, the iron nails sequentially penetrate through the insertion strip 122 and the abutting portion 12, and then penetrate into the side wall of the formwork 11, so that the abutting portion 12 is prevented from being separated from the formwork 11 due to the extrusion of concrete.
Referring to fig. 1 and 3, a first mounting hole 123 is formed in the abutting portion 12, the first mounting hole 123 is formed in one side, away from the pouring cavity 3, of the abutting portion 12 to one end, close to the pouring cavity 3, of the abutting portion 12, the depth of the first mounting hole 123 is smaller than the thickness of the abutting portion 12, and therefore the first bolt 126 cannot penetrate through the abutting portion 12 and stretch into the pouring cavity 3, and a hole is left after concrete is cured. When the inserting bar 122 is installed in the inserting groove 121, a second installation hole 124 is formed in the position, opposite to the first installation hole 123, of the inserting bar 122, the second installation hole 124 is the same as the first installation hole 123 in size, the same first bolt 126 is installed in the first installation hole 123 and the second installation hole 124, the connection strength of the inserting bar 122 and the inserting groove 121 is enhanced, the possibility that a gap is formed after the inserting bar 122 slides in the inserting groove 121, and the wall is not flat due to the fact that concrete slurry overflows into the gap is reduced.
Referring to fig. 1 and 3, the template 11 of centre form 1 and external mold 2 deviates from the protruding muscle 13 of fixedly connected with rectangle on the butt portion 12 of pouring chamber 3 one side, the both ends of protruding muscle 13 weld respectively on the butt portion 12 at same template 11 both ends, be connected with many protruding muscle 13 on same template 11, rectangle mounting groove 131 has been seted up to protruding muscle 13 one side that deviates from pouring chamber 3, be the support column 4 of rectangle through second bolt 14 fixedly connected with cross section in the mounting groove 131. The mounting groove 131 plays a guiding role in the supporting column 4, reduces the possibility of inclination of the supporting column 4, vertically presses the pressure on the plurality of convex ribs 13 through the supporting column 4, avoids direct abutting on the template 11, extrudes and deforms the template 11, and accordingly causes the possibility of unevenness of the surface of the wall body.
The specific use mode of the embodiment is as follows: the adjacent formworks 11 are spliced by inserting the insertion strips 122 into the insertion grooves 121, and after the abutting parts 12 between the adjacent formworks 11 are abutted tightly, the first bolts 126 are screwed into the first mounting holes 123 and the second mounting holes 124, so that the connectivity of the two adjacent formworks 11 is enhanced, and the abutting parts 12 are prevented from being separated to form a gap after sliding. The supporting columns 4 are fixedly connected to the mounting grooves 131 through the second bolts 124, and the supporting columns 4 are vertically pressed on the plurality of protruding ribs 13, so that the supporting columns are prevented from being directly abutted on the formworks 11, and the formworks 11 are prevented from being extruded and deformed. The stainless steel abutting parts 12 of the templates 11 are abutted tightly without obvious gaps, so that the possibility of overflow of concrete slurry can be reduced, and the possibility of unqualified verticality quality inspection caused by the convex gaps on the wall is further reduced.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides a cast-in-place shear force wall assembled mould, includes centre form (1), the cavity (3) of pouring that forms between external mold (2) and centre form (1) and external mold (2) the same with centre form (1), centre form (1) includes template (11) of a plurality of splices of each other, its characterized in that: template (11) edge fixedly connected with butt portion (12) all around, butt portion (12) deviate from the one end edge of template (11) and level and smooth, butt portion (12) of one template (11) in two adjacent templates (11) are close to adjacent template (11) one end and have seted up inserting groove (121), inserting groove (121) one end fixedly connected with grafting strip (122) that butt portion (12) of another template (11) are close to adjacent template (11), grafting strip (122) and inserting groove (121) looks adaptation.
2. The cast-in-place shear wall fabricated mold of claim 1, wherein: the connecting part (12) is provided with a first mounting hole (123), one side, deviating from the pouring cavity (3), of the connecting part (12) of the first mounting hole (123) is provided with one end, close to the pouring cavity (3), of the connecting part (12), the depth of the first mounting hole (123) is smaller than the thickness of the connecting part (12), and the position, opposite to the first mounting hole (123), of the connecting strip (122) is provided with a second mounting hole (124) when the connecting strip is installed in the connecting slot (121).
3. The cast-in-place shear wall fabricated mold of claim 1, wherein: the template (11) of the inner mold (1) at the joint of the top end and the two sides of the door opening is 7-shaped, the two 7-shaped templates (11) are connected with the insertion groove (121) through the insertion strip (122), and the door opening is surrounded by the two connected 7-shaped templates (11).
4. The cast-in-place shear wall fabricated mold of claim 2, wherein: the inner peripheral wall of the insertion groove (121) close to the notch is fixedly connected with a sealing ring (125).
5. The cast-in-place shear wall fabricated mold of claim 4, wherein: the section of the sealing ring (125) is hemispherical.
6. The cast-in-place shear wall fabricated mold of claim 4, wherein: the top end of the inserting strip (122) is gradually thinned into an isosceles trapezoid shape.
7. The cast-in-place shear wall fabricated mold of claim 3, wherein: template (11) deviate from and pour protruding muscle (13) of fixedly connected with on butt portion (12) of chamber (3) one side, the both ends difference fixed connection of protruding muscle (13) is on butt portion (12) at same template (11) both ends, fixedly connected with vertical support column (4) on protruding muscle (13).
8. The cast-in-place shear wall fabricated mold of claim 7, wherein: one side of the protruding rib (13) departing from the pouring cavity (3) is provided with a mounting groove (131) matched with the support column (4), and the support column (4) is mounted in the mounting groove (131).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922291725.1U CN211473375U (en) | 2019-12-18 | 2019-12-18 | Cast-in-situ shear wall assembled mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922291725.1U CN211473375U (en) | 2019-12-18 | 2019-12-18 | Cast-in-situ shear wall assembled mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211473375U true CN211473375U (en) | 2020-09-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922291725.1U Expired - Fee Related CN211473375U (en) | 2019-12-18 | 2019-12-18 | Cast-in-situ shear wall assembled mould |
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| CN (1) | CN211473375U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115162710A (en) * | 2022-06-30 | 2022-10-11 | 陕西帕源路桥建设有限公司 | Assembled combined module for underground parking lot construction |
-
2019
- 2019-12-18 CN CN201922291725.1U patent/CN211473375U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115162710A (en) * | 2022-06-30 | 2022-10-11 | 陕西帕源路桥建设有限公司 | Assembled combined module for underground parking lot construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200911 |
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| CF01 | Termination of patent right due to non-payment of annual fee |